000009519 001__ 9519
000009519 005__ 20141205150213.0
000009519 04107 $$aeng
000009519 046__ $$k2008-10-12
000009519 100__ $$aBenedetti, Andrea
000009519 24500 $$aOn the Design and Evaluation of Seismic Response of RC Buildings According to Direct Displacement-Based Design Approach

000009519 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009519 260__ $$b
000009519 506__ $$arestricted
000009519 520__ $$2eng$$aThis paper describes a research work on the evaluation of seismic response of reinforced concrete frames designed according to Direct Displacement-Based Design (DDBD) approach. A group of plane RC frames, characterized by a variable number of storeys, was designed by means of this methodology. Then, seismic performance of designed frames was studied by carrying out pushover and non-linear dynamic analyses. Results of analyses were compared with the seismic behavior expected from design. Some evaluations are also made on the differences between DDBD and more traditional force-based design procedures.

000009519 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009519 653__ $$aDirect-Displacement Based Design, Pushover analysis, Non-linear dynamic analysis

000009519 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009519 720__ $$aBenedetti, Andrea$$iLandi, Luca$$iMalavolta, Daniele
000009519 8560_ $$ffischerc@itam.cas.cz
000009519 8564_ $$s276090$$uhttps://invenio.itam.cas.cz/record/9519/files/05-01-0424.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0424.
000009519 962__ $$r9324
000009519 980__ $$aPAPER